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2474 UNICORNIO ST; ; CB983554; Permit
City of Carlsbad 01/06/1999 Building Permit Permit No:CB983554 Building Inspection Request Line (760) 438-3101 Job Address: 2474 UNICORNIO ST CBAD Permit Type: SFD Sub Type: Parcel No: 2152600200 Lot #: Status: ISSUED Valuation: $358,558.00 Construction Type: NEW Applied: 10/16/1998 Occupancy Group: Reference #: Entered By: BT Appr/Issued: 01/06/1999 Project Title: NEW SFD,4155 SF HOUSE,776 SF Inspect Area: GARAGE Applicant: Owner: PAUL DONNDELINGER STEGNER HAROLD W&MARJORIE E TR 3930 CALGARY AV SAN DIEGO CA 92122 92122 619-457-4836 7 Total Fees: $0,7935' Payments#-'.-,\ \ O ,a)ce Due: $19,086.35 / D \ Description ( QJJ ( Fee I* ELECTRICAL TOTAL 66.00 1,/ c~ 60.00 * MECHANICAL TOTAL * PLUMBING TOTAL 203.00 BLDG PLAN CHECK 992 .93 BTD FEES INCORPORATED 530.00 BUILDING PMTS - 1952 1,527.58 Enter Impact Fee 2,925.00 PLDA C 9.45 PUBLIC FACILITIE 0 12,549 .53 PUBLIC IMPROVE 310.00 STRNG MOTION 35.86 TRAFFIC IMPACT 870.00 FINAL APPROVAL Inspector: Date: \ I -I 2-z9 Clearance: NOTICE: Please take NOTICE that approval of your project includes the"Imposition' of lees, dedications, reservations, or other exactions hereafter collectively referred to as feesIexactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 P RMIT APPLICATION ' CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 FOR OFFICE USE ONLY PLAN CHECK NO.__________ EST. VAL. 3? çç Plan Ck. Deposit _-' 'q)- Validated By_________________________ Date ID/I1o/'IV 1. PROJECT INFORMATION Address (include Bldg/Suite #) Business Name (at this address) oRo s Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units L 4?_ ô H IN 7 (oo Assessor's Parcel # Existing Use Proposed Use Z. y5 zo 02.. IAcs4T (or Description of Work C F "ll L SO. F. 1/of Stories 1/ of Bedrooms # of Bathrooms CISTRUC.. Sf,'iCL -c:#.1,L 11EFsoEAJCE. 2. CONTACT PERSON (if different from applicant) S fM €. Name Address City State/Zip Telephone 1/ Fax 1/ I 1"3. APPLICANT ntractor 0 Agent for Contractor 9'wner 0 Agent for Owner 2353 10/16/98 0001 01. 0) e" L DOt -ii'J'i— 993-0-0- Name Address City State/Zip Telephone 1/ PROPERTY OWNER c7 Oo OEJc 3930 C,rLSA€.LI V6 St2 (19- '72127- 4 /f 1-S7 8i Name Address City State/Zip Telephone 1/ CONTRACTOR. COMPANY NAME (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars l$5001). %tJP30VTh/1 /-b'-i 3130 CALC*ft-L1 A SD C4 12 11 £I11 17 183 Name Address City State/Zip Telephone 1/ State License 1/ 77 -43 License Class City Business License ii t r'.i 3Ms %A,0l2.GC.t<- 4,14 1902- t-Dac.K 51 C got 97,4 34'00 Designer Name Address City State/Zip Telephone State License 1/ WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. i have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No._____ Expiration Date__________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subje the Workers' Compensation Laws of California. WARNING: Fail re se re workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollar ( 1 0 in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE ,-'.' DATE %O/(L As 7. OWNER-BUILDER DECLARAT I hereby affirm that I am exempt from the Contractor's License Law for the following reason: I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES lio I (have I have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name I address / phone number / contractors license number): of I will provide some of the wofk, Nbt.1 have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type irk): t J \ PROPERTY OWNER SIGNATURE DATE COMPLETE THIS SECTION FOR ONLY Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner HazardoUs Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES. A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. S. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAMEC29P5 LENDER'S ADDRESS rsic.irJi r ..JJ.EL C,Pcf.IIAJØ YZ+L 9. APPLICANT CERTIFICATION I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit! requipd,,or excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit iss ed b the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permi is mmenced within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after he commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE _-' DATE k 0) L /fig WHITE File YELLOW: Applicant PINK: Finance List1-Permit-Type * From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the identification of the structure-type to be associated with the permit. Choose a structure-type from "List 2 - Structure-Types" and put its code in the appropriate blank on the front of this application. Residential Permits Code Description APT Apartments - new construction. CONDO Condominiums - new construction. CVNNR Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new residential units. CVNRN Conversion. Convert one or more residences in a building to non-residential usage. CVNRR Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications (i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each). DEMO Demolition permit. (Also specify type of structure from List 2). DUP 1 Duplex - new construction. MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a new liviiig unit. MOHON • Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, below). • . . . • • RAD Residential addition/alteration, creating no new dwelling unit(s). RREISSUE Residential permit re-issue. RREPAIR Residential building repair. Damage, fire, etc. RREPLACE Residential building replacement (no additional units). SFA Single-family, attached - new construction. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half.plex) .• SFD Single-family, detached - new construction: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached 'granny flat". May be a mobile home or trailer on an individual lot, but not in a mobile home park. Non-Residential/Accessory Permits Code Description COM Commercial structure, new construction. CREISSUE Commercial permit re-issue. CREPAIR Commercial building - repair. Damage, fire, etc. CREPLACE Commercial building . replacement. - CT! Commercial tenant improvement. DEMO Demolition permit. ELEC Electrical permit, for electrical work only. HOTEL Hotel or motel (including Managed Living Unit hotel) - new construction. HOTELR Hotel renovation. INDUST Industrial structure, new construction. IT! Industrial tenant improvement. MECH Mechanical permit, for mechanical work only. MISC Miscellaneous.. Use only if proposed work doesn't fit another activity type. PATIO Patio and/or deck. PLUM Plumbing permit, for plumbing work only. POOL Gunite pools and spas. RETAIN Retaining wall permit. SIGN Sign construction/installation permit. SOLAR Solar energy system installation permit (specify structure type to be served). SPA Factory-made or Gunite. List 2 - Struëture-Type (Use with Residential Permit Only) From the following list, determine the type of residential structure that best describes the structure on which you will be working. Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application. Code Description SFA - Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls extending from foundation to roof at, çr forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex). SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached garage, or a business. May be a detached "granny flat'. May be a mobile home or trailer on an individual lot, but not in a mobile home park. MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units may share master heating, plumbing, or electrical service (e.g.: duplex, triple; quadplex). MF5+ Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five attached units on the same lot. MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from single-family residence, above). CODE DESCRIPTION aEc. MCi-4 ACT I. UNSCHEDULED BUILDING INSPECTION ri DATE ) INSPECTOR PERMIT # SJ PLAN CHECK #_________ JOB ADDRESS '9?L jpjr DESCRIPTION Act Comments F04--1 . I City of Carlsbad Inspection Request For: 11/4/99 Permit# CB983554 Inspector Assignment: DA Title: NEW SFD,4155 SF HOUSE,776 SF Description: GARAGE Type: SFD Sub Type: Phone: 7604317502 Job Address: 2474 UNICORNIOST Suite: Lot Location: Inspector: APPLICANT PAUL DONNDELINGER Owner: PAUL DONNDELINGER Remarks: Total Time: Requested By: PAUL Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Inspection History Date Description Act Insp Comments 11/2/99 89 Final Combo CO DA SEE OWNERS LIST 10/20/99 89 Final Combo CA DA HOMEOWNER WANTED TO CANCEL 6/28/99 22 Sewer/Water Service AP OH 6/2/99 17 Interior Lath/Drywall AP DH AP ON 6/1 6/2/99 18 Exterior Lath/Drywall AP OH 6/1/99 82 Drywall/Ext Lath/Gas Test AP OH 5/21/99 16 Insulation AP OH 5/18/99 14 Frame/Steel/Bolting/Welding AP OH 5/14/99 14 Frame/Steel/Bolting/Welding CO OH SEE LIST ON JOB SITE 4/27/99 13 Shear Panels/HD's AP OH 4/19/99 13 Shear Panels/HD's CO DH ADD STRAPS/BLOCKING UPSTAIRS OVER GARAGE 4/5/99 15 Roof/Reroof AP OH 2/9/99 34 Rough Electric AP OH T.S.P.B. 1/29/99 11 Ftg/Foundation/Piers AP DH AP ON 1/28 1/28/99 11 Ftg/Foundation/Piers AP OH 1/21/99 24 Rough/Topout AP OH 1/18/99 11 Ftg/Foundation/Piers AP OH STEEL COLUMNS FTG 1/18/99 21 Underground/Under Floor CO OH ADD 4 C/O ii IF City of Carishal Final BuildiNg Inspection Dept: Building Fire CMWD St Lite Plan Check #: Date: 11/1/99 8:38:34 Permit #: 7 C 983554 Permit Type: SF0 Project Name: NEW SFD,4155 SF HOUSE,776 SF Sub Type: Address: 2474 UNICORNIO ST Lot: Contact Person: Phone: Sewer Dist: Water Dist: Inspected Date 7/ By: Inspected: i /i /q 9 Approved: V Disapproved: Inspected Date By: Inspected: Approved: - Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Comments: .i OCT 2 0 1999 : 10/20/99 SFD City of CrIsbad ns Final Building Inspection Dept: Building Engineering Planning CO-OW-0))t Lite Fire Plan Check #: Date: Permit #: CB983554 Permit Type: Project Name: NEW SFD,4155 SF HOUSE,776 SF Sub Type: Address: 2474 UNICORNIO ST Lot: Contact Person: PAUL Phone: 7604317502 Sewer 01st: LC Water 01st: CA ................................................................................................................ .. ......................... Inspects Date By: Inspected: I 4n:: Approved: i Zisapprov Inspe9 Date By: Inspected: Approved: Disapproved: Inspected Date By: Inspected: Approved: ______ Disapproved: Comments: - CITY OF CARLSBAD GRADING INSPECTION CHECKLIST FOR PARTIAL SITE RELEASE PROJECT INSPECTOR:ThA4. A. DATE: •$ PROJECT ID ID 4&1 GRADING PERMIT NO. &? 619 06$9 LOTS REQUESTED FOR RELEASE: ? LrIq wn'( CO Z fl I4 N/A = NOT APPLICABLE = COMPLETE L1 Iil'i.Jai]•I - or unacceptable Site access to requested lots adequate and logically grouped Site erosion control measures adequate. Overall site adequate for health, safety and welfare of public. Letter of request for partial release submitted 8W' x 11" site plan showing requested lots submitted. Compaction report from soils engineer submitted. Engineer of work certification of work done and pad elevations. Geologic engineer's letter if unusual geologic or subsurface conditions exist. Project conditions of approval checked for conflicts Can water service be installed prior to bringing building combustibles on site. / Partial release of grading for the above stated lots is approved for the purpose of building / permit issuance. Issuance of building permits is still subject to all normal City requirements required pursuant to the building permit process. Partial release of the site is denied for the following reasons: 1'a1ui a . Project Inspect /- C--;—?~ A rinsor 14 Date //-v?•— Date H:\L1BRARYENG\WPDATA\INSPECFORMSPARTS!TEIgM 1aooc3H G.FA1DE RELEAs 1EcuzT MAf4t(3OO 2171 tCOkNlQ STRET — •... ThISI - .. - - I. 1.. ._. — — .— ... . .5 . . . 40 J W PJO.Dt \ j ..•. • 14 - . . 2 L'c I-r4I /tam :: O. 416C I •lII .: . FF• 415.6 I * 1 I _'-•'-...1 / i / . . I• 1 / lj. / I 2:1 . ••-r•-- 4 tI I. 0 ii. I •.__ I.'c .. TI'- . ..... — ._-'.-- Fr .}IL ,A%.4I.O .::•• . • . IS_I_c . S.zv - ••• /8 ... / // lbo ?C • ,;:.• S L Aix !' III' I 1• -- -- — ---- — — k: 'I — — — — — — — — — — — — — — — — — — - r I — — — — — — r, s.,.. . . • _-. ...-t Z ODIAC -rr lb.., EsGil Corporation In fartnership with government for fBui(Iing Safety DATE: December 3, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3554 SET: III PROJECT ADDRESS: 2474 Unicornio St. PROJECT NAME: SFD for Donndelinger D APPLICANT 0 PLAN REVIEWER 0 FILE I1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted -herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. J The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. LI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Please have the engineer or the architect sign all sheets of the plans. By: Bert Domingo Enclosures: Esgil Corporation 0 GA D MB U EJ U Pc Log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 EsGil Corporation 1n Partnership with government for Building Safety DATE: December 2, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3554 SET: II PROJECT ADDRESS: 2474 Unicornio St. PROJECT NAME: SFD for Donndelinger PNT U PLAN REVIEWER U FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's'building codes when minor deficiencies identified below are resolved and checked by building department staff. M The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Paul Donndelinger 3930 Calgary Ave., San Diego, CA 92122 Esgil Corporation staff did not advise the applicant(excèpt by mail) that the plan check has been completed. F-1 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person El REMARKS: By: Bert Domingo Enclosures: Esgil Corporation E] GA E] MB DEJ [:1 PC 11/19/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 98-3554 II December 2, 1998 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: 2474 Unicornio St. DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/19/98 REVIEWED BY: Bert PLAN CHECK NO.: 98-3554 SET: II DATE RECHECK COMPLETED: December 2, 1998 FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. This, plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they, are located on the plans. Have changes been made not resulting from this list? DYes UNo rof Carlsbad 98-3554 II December 2, 1998 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). FOUNDATION REQUIREMENTS 15. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. a) Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed arid that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents. See page 7 Of the soils report. Carlsbad 98-3554 II December 2, 1998 MISCELLANEOUS Please show how the turret is laterally supported. There was no response from the engineer. Please show how the lateral tributary area between lines 4 & 5 at the turret area is laterally suppoted. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes E3 No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. EsGil Corporation 1n Partnerstcip with government for Building Safety DATE: October 27, 1998 E3 AE2LICANT JURISDICTION: Carlsbad I PLAN REVIEWER U 0 FILE PLAN CHECK NO.: 98-3554 SET:I PROJECT ADDRESS: 2474 Unicornio St. PROJECT NAME: SF'D for Donndelinger The plans transmitted herewith have been corrected where necessary and substantially àomply with the jurisdiction's building codes. jII1 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. El The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. El The aplicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Paul Donndelinger 3930 Calgary Ave., San Diego, CA 92122 Esgil Corporation staff did not advise the applicant(except by mail) that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person El REMARKS: By: Bert Domingo Enclosures: Esgil Corporation D GA 0 MB 0 EJ 0 PC 10/26/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (619) 560-1468 • Fax (619) 560-1576 Carlsbad 98-3554 October 27, 1998 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 98-3554 JURISDICTION: Carlsbad PROJECT ADDRESS: 2474 Unicornio St. FLOOR AREA: 4155 SQ. yr. STORIES: TWO HEIGHT: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: October 27, 1998 DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/26/98 PLAN REVIEWER: Bert Domingo FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with Title 24 and the following model codes: 1994 UBC (effective 12/28/95), 1994 UPC (effective 12/28/95), 1994 UMC (effective 2/23/96) and 1993 NEC (effective 12/28/95). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section. etc. Be sure to enclose the marked up list when you submit the revised plans. LIST NO. 1, GENERAL SINGLE FAMILY DWELLINGS AND DUPLEXES WITHOUT SUPPLEMENTS (1994 UBC) r3forw.dot Carlsbad 98-3554 October 27, 1998 . PLANS Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (760) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code). GENERAL RESIDENTIAL REQUIREMENTS Sleeping rooms shall have a window or exterior door for emergency escape. Sill height shall not exceed 44" above the floor. Windows must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of separate tools. Section 310.4. Please see window W/1 as an egress window. Does it meet the above requirement? Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): a) Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Please see window W/1 to the left of the sliding glass door of the living and dining area. Carlsbad 98-3554 October 27, 1998 EXITS, STAIRWAYS, AND RAILINGS 5. Guardrails (Section 509.1): a) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Table 16-13. Please submit calculation. 6. Provide stairway and landing details. Sections 1006.3, 1006.15 and 1006.2. 7. Handrails: Handrails are required on each side of stairways. Stairways less than 44" wide or stairways serving one dwelling unit may have one handrail (if not open on both sides). Private stairways (1 tenant) need only have a handrail on one side if 30" or less in height. Stairways having less than four risers and serving one individual dwelling unit need not have handrails. Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Except forprivate stairways, at least one rail shall extend 12" beyond top and bottom risers. All stairs shall have handrails -terminating in a newel or safety post. Section 1006.9. 8. The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least 1-1/2 inches between the wall and the handrail. Section 1006.9. 9. Provide details of winding stairway complying with Section 1006.4: Minimum tread is 6 inches at -any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. Maximum rise is 8 inches. Minimum width is 36 inches. 10. The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one hour fire-resistive construction. Section 1006.12. Carlsbad 98-3554 October 27, 1998 . ROOFING Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with mesh openings of 1/4-inch in dimension." Section 1505.3. . GARAGE AND CARPORTS Garage requires one-hour fire protection on the garage side of walls and ceiling common to the dwelling. Table 3-13, Section 302.4. All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 302.2. Doors may open into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 1004.9. . FOUNDATION REQUIREMENTS Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Investigate the potential for seismically induced soil liquefaction and soil instability in seismic zones 3 and 4. This does not apply to detached, single- story dwellings. Section 1804.5 . FRAMING Specify plywood and/or particle board thickness, grade and panel span rating. Table 23-I-S-I. MECHANICAL (UNIFORM MECHANICAL CODE) Specify on the plans the following information for the'fireplace(s), per Section 106.3.3: Manufacturer's name. Model name/number. ICBO approval number, or equal. Show height of chimney above roof per I.C.B.O. approval or Table 31-B. Carlsbad 98-3554 October 27, 1998 . ELECTRICAL (NATIONAL ELECTRICAL CODE) 20. Show on the plan that ground-fault circuit-interrupter protection complies with 1993 NEC Art. 210-8, which reads as follows: a) All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink. PLUMBING (UNIFORM PLUMBING CODE) 21. Show that water heater is adequately braced to resist seismic forces. Provide two straps (one strap at top 1/3 of the tank and one strap at bottom 1/3 of the tank). UPC, Section 510.0 ENERGY CONSERVATION 22. Please show on the section the recommended R Value for the roof, walls and floor. MISCELLANEOUS The tall wall adjacent to the stairs shown on section 3/A-8 should be balloon framed unless an analysis is made to justify fixity* at the hinge connection area. Please show the size of the attic access. Please show the recommended 6X12 strong back beam above the master bedroom, the 4X6 © the hall 5, and the 4X12 header support for the strong back @ the turret. Please submit calculations for the 4X8 supporting the 4X1 2 at the master closet. Please show a ceiling plan reflecting the size and direction of the ceiling joists. A beam may be needed across the bay window at the masters tub area. The P load from the 4X14 hip beam may be needed for the floor beam above the living room. The 6X1 5 glu-lam beam shown on the garage header may not be a commercial size. Please submit documentation for the same. Carlsbad 98-3554 October 27, 1998 If roof line I is using only 6.5/2 and line 9 is using only 30 feet, what would carry the lateral tributary load between lines 3 & 4 and lines 9 & 2? Please clarify. Please show how the turret is laterally supported. Please show how the lateral tributary area between lines 4 & 5 at the turret area is laterally suppoted. Please cross reference the drags and shear transfer details especially the interior shear walls to the framing plans. Please show length of each shear wall on the plan. 36; Please submit holdown calculations considering 85% of the dead load only. Please show detail for the hip and /or valley and ridge connection. A special connection may be needed for the ridge board and hip board being carried by a cantilevered. hip board. Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table. 23-1-R-3. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just above the ceiling joists, where rafters and ceiling joists are not parallel. Section 2326.12.6. . CARLSBAD SPECIAL CODE REQUIREMENTS New residential units must be pre-plumbed for future solar water heating. Note "two roof jacks must be installed" where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093). Note "two 3/4" copper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093). All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (City Policy). Carlsbad 98-3554 October 27, 1998 To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes El No U The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Bert Domingo at Esgil Corporation. Thank you. Carlsbad 98-3554 October 27, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-3554 PREPARED BY: Bert Domingo DATE: October 27, 1998 BUILDING ADDRESS: 2474 Unicornio St. BUILDING OCCUPANCY: R 3 TYPE OF CONSTRUCTION: V N BUILDING PORTION BUILDING AREA (ft.2) VALUATION MULTIPLIER VALUE ($) Air Conditioning. Fire Sprinklers TOTAL VALUE $ 358,588.00, U 1994 UBC Building Permit Fee LI Bldg. Permit Fee by ordinance: $ 1527.58 1994 UBC Plan Check Fee El Plan Check Fee by ordinance: $ 992.92 Type of Review: U Complete Review Structural Only LI Hourly O Repetitive Fee Applicable n Other: Esgil Plan Review Fee: $ 794.34 Comments: ** Valuation was taken from the city's estimate. Sheet I of I macvalue.doc 5196 0 City of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: PLANCHECKNO.: CB25355Y BUILDING ADIfRESS: 7tf y c'--- skf-. PROJECT DESCRIPTION: S FP. ASSESSOR'S PARCEL NUMBER: iS' cUn , EST. VALUE: ENGINEERING DEPARTMENT APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. IA Right-of-Way permit is required prior to construction of the following improvements: DENIAL Please see thS attached report of deficiencies marked with Make necessary corrections to plans or specificatio s for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. Date: Date: ii/s Date: FOR OFFICIAL USE ONLY ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT: Date: D Dedication Application U Dedication Checklist O Improvement Application U Improvement Checklist Future Improvement Agreement Grading Permit Application Grading Submittal Checklist O Right-of-Way Permit Application Right-of-Way Permit Submittal Checklist and Information Sheet Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 2075 Las Palmas Dr., Carlsbad, CA 92009 Phone: (619) 438-1161, ext. 4510 CFD INFORMATION Parcel Map No: Lots: Recordation: Carlsbad Tract: A-4 CA 92009-1576 .(760) 438-1161. FAX (760) .169 1- 01- Y9 BUILDING PLANCHECK CHECKLIST 0 %97 1STI 2ND 3RD/ X . SITE PLAN 1. Provide a fully dimensioned site plan drawn to scale. Show: North Arrow D. Property Lines Existing & Proposed Structures E. Easements Existing Street Improvements F Right-of-Way Width & Adjacent Streets 0 Driveway widths — See #-13 2. Show on site plan: (A..) 4 3 65-7,4 &r ck A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." Existing & Proposed Slopes and Topography t 3 Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. /"*"U F A] EXISTING PERMIT NUMBER DESCRIPTION DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following Engineering Conditions of approval for Project No. All conditions are in compliance. Date: ftWORDDOCSCHKLSTBwlding Plancheck Cklnt BP0001 FomI JJ.doc 2 Rev. 12120196 BUILDING PLANCHECK CHECKLIST I 2ND/ 3RD/ 'i U U DEDICATION REQUIREMENTS 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $_, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS U U 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for the public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: U U U 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $_________________ so we may prepare the necessary Future Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: H:WORDD005CHKLS1'3u11ding Plancheck Cklst BP0001 Porn, JJ.doc 3 Rev. 12126106 BUILDING PLANCHECK CHECKLIST 15t,I 2u1d 3rd/ U U U 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: U U U 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. U U U 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). U U U 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. q ..i..9 G 3 -'2* Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even / if a grading permit is not required.)1. U U U 7d.No Grading Permit required. U U U 7e.If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS U 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tieing into public storm drain, sewer and water utilities. Right-of-Way permit required for: BUILDING PLANCHECK CHECKLIST H:WORDDOCSCHKLSBuilding Planchecic Cklst BP000I Form JJ.doc 4 Rev. 12126198 1 St/ 2nd/ 3rd/ 9. A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. 0 10. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 153, for assistance. Industrial Waste permit accepted by: Date: M`E 0 11. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. U'iuired fees are attached 0 No fees required Additional Comments: 'J.SQ &.i::z H:tWOROOOCSCHKLS1BuiIthng plancheck Chist 8P0001 Form JJ.doc 5 Rev. 12128196 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET O Estimate based on unconfirmed information from applicant. Q' Calculation based on building plancheck plan submittal. Address: 2 4 7L( Lm, ctovt r Bldg. Permit No. 3 Prepared by: Date: Checked by: Date: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: C ER, .Sq. Ft./Units: EDU's: I Types of Use: Sq. Ft./Units: EDU's: ADT CALCULATIONS: List types and square footages for all uses. Types of Use: CFR Sq. Ft./Units: ADT's: Types of Use:, Sq. Ft./Units: ADT's: FEES REQUIRED: WITHIN CFD: 0 YES (no bridge & thoroughfare fee in District #1, reduced Traffic Impact Fee) 1310-7 1. PARK-IN-LIEU FEE PARK AREA & #: FEE/UNIT: X NO. UNITS:. = $___________ B2. TRAFFIC IMPACT FEE ADT's/UNITS: I X FEE/ADT: = $ (9-3- BRIDGE AND THOROUGHFARE FEE (01ST. #1 -' 01ST. #2 DIST. #3 ADT's/UNITS: _. X FEE/ADT: 53o =s _53c' 1314TACILITIES MANAGEMENT FEE ZONE:________ UNIT/SQ.FT.: I X FEE/SQ. FT. /UNIT: 3(( Q'iTEWER FEE PERMIT No.5E8223 EDU's: I X FEE/EDU: *EFIT AREA: DRAINAGE BASIN:______ EDU's: X FEE/EDU:_______ 6. SEWER LATERAL ($2,500) Ei DRAINAGE FEES PLDA _P HIGH _______/LOW______ ACRES: 27 x FEE/AC: 35 =$ _9 TOTAL OF ABOVE FEES: $ 3_573 *NOTE: This calculation sheet is fQI a complete list of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:DOCSVbUSFORMSFEE CALCULATION WORKSHEET REV 7/13/98 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB SS 4- Address 2A14 QMColrui o 4. Planner rkIf.. e1vte.& ç Phone (61 9) 438-1161, extension 432.F APN: 2.lS-b- O'2— Type of Project& Use: _!1IL Net Project Density: 3. - DU/AC Zoning:R- t General Plan:_ Facilities Management Zone: Co CFD (ihlout) # Date of participation: Remaining net dev acres:______ Circle One (For non-residential development: Type of land used created by this permit: ) Legend: M Item Complete 0Item Incomplete - Needs your action Environmental Review Required: YES NO X TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES NO TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: '36A _'9-_v(ay., Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 0 0 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES NO____ CA Coastal Commission Authority? YES NO____ If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. U U Inclusionary Housing Fee required: YES ' NO (Effective date of Inclusionary Housing Ordinance - May 21. 1993.) - g Data Entry Completed? YES _--N-- 0- (Enter CB #; UACT; NEXT1 2; Construct h using YIN; Enter..Eee.Amount (See-feo-schedule for amount); Return) Site Plan: . 0 U U 1.. Provide a fully dimensional- site plan drawn to scale. Show: North arrow, property lines, easements, existing anJ proposed structures, streets, existing street improvements, rightofLway width, dimensional setbacks and existing topographical lines. U U 2. Provide legal description of property and assessor's parcel number. Zoning: Cg U LI 1. Setbacks: Front: Required 2. b Shown 30' Interior Side: Required G. I ' Shown Street Side: Required Shown Ibi Rear: . Required 2.. 22 Shown 511 U U 2. Accessory structure setbacks: (/ Front: Required Shown Interior Side: Required Shown.______________ Street Side: Required Shown Rear: Required . Shown Structure separation: Required Shown U 3. Lot Coverage: Required 't y Shown 9 % 4. Height: Required 3b t ny Shown '\ I ( U U 5. Parking: Spaces Required Shown Guest Spaces Required Shown U U Additional Comments_______________________________________________________ 5 1h14) o(&1l ht 6 11 isk 'rcde -' \) kjhec+ 1ôA4- e-f yôô-. 6ç- !S7 OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 41Ø.f4LUATE I —'' I BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O. Box 230348 Encinitas, CA 92023-0348 (760) 753-9940 December 2, 1998 Mr. Paul Donndelinger 3930 Calgary Avenue San Diego, California 92122 Subject: PLAN REVIEW Proposed Single Family Residence NW Corner of Unicornio St. and Zodiac St. Carlsbad, California 92009 References: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence NW Corner of Unicornio St. and Zodiac St. Carlsbad, California 92009 Prepared by Barry and Associates Dated 10/8/98 Dear Mr. Donndelinger, As requested, we have reviewed the grading plan, foundation plan, details and specifications for the proposed single family residence and garage. The plans incorporate the recommendations presented in the above referenced report. All of the applicable recommendations presented in our preliminary geotechnical report should be implemented during the construction phase. Should any unforeseen geotechnical conditions be encountered during construction, additional recommendations may be necessary at that time. Should you have any questions please contact us at 760.753.9940. Respectfully submitted, A.R. RR D ASSOCI ESS10 Bar ;7 Dolls m Principal Engine r 1 0 M Exp. 3131192 1'OFCM. BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O. Box 230348 Encinitas, CA 92023-0348 (760) 753-9940 November 10, 1998 Mr. Paul Donndelinger 3930 Calgary Avenue San Diego, California 92122 Subject: ROUGH GRADING REPORT Proposed Single Family Residence NW Corner of Unicornio St. and Zodiac St. Carlsbad, California 92009 References: PRELIMINARY GEOTEC}ThICAL INVESTIGATION Proposed Single Family Residence NW Corner of Unicornio St. and Zodiac St. Carlsbad, California 92009 Prepared by Barry and Associates Dated 10/8/98 References: Topographic Survey, Lot 42, TM 2887-1 Prepared by B. Swanson, 7/96 Report Of Compacted Fill Ground, Project #70-10-28D County Permit # L3785 Prepared by Benton Engineering, Inc. Dated 10/12/71 and 6/28/72 Dear Mr. Donndelinger, In response to your request, we have observed the grading operation and performed field density tests on the above referenced property. The results of our density tests and laboratory testing are presented in this report. Based on our observations, it is our opinion that the fill was placed in an adequate manner and compacted to a minimum of 90 percent of the laboratory maximum dry density. If you have any questions, please contact us at (760) 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCWP 91 it tM A.R. Barr Principal * ROUGH GRADING REPORT Proposed Single Family Residence NW Corner of Unicornio St. and Zodiac St. Carlsbad, California 92009 Prepared for: Mr. Paul Donndelinger 3930 Calgary Avenue San Diego, California 92122 November 10, 1998 - W.O. G- 1522 Prepared by: BARRY AND ASSOCIATES P.O. Box 230348 Encinitas,. California 92023-0348 MA November 10, 1998 A. - W 0 * G -1522 ---- - page 1 INTRODUCTION ••. - ..... ort - -• .••. - presents the results of our observations and field - it):tësting of the grading project for the proposed single jjresidence The project consisted the removal and -re- . - cómpáh..of approximately 18" of surf icial soil and the import of chsive soil to raise the grade 3 feet. The west fill slope aknded to the west to increase the yard area. The results of rouri.in-place soil density testing are presented on Table I. IABORATORY TEST DATA l' oratory standard for determining the maximum dry density was rfdinèd in accordancewith ASTM D 1557-78. Field density tests . %.jS. wereperformed in accordance with ASTM D 1556. The results of the .' v.. laboratory maximum dry density, for the soil used as compacted fill r,the site, is summarized below: -- Maximum Dry Density Optimum.....-. Description (p.c. f.) Moisture -.(%). • - -. . . . . -••. . - Gray to tan S3lty.sand, import 124.0 11.0 EXPANSIVE SOILS • grade soils have an expansion potential in the lo range. ....- ISCUSSION -çThe following is a discussion of the grading operations, as they Were performed on the "site: .................•- ..: :-.i:: 1. A keyway for the westerly extended fill bank was excavated to I. .-• ' -q; * .'- I . - 2:C November 10, 1998 - page 2 ..... -. 7....... feet, probed with a steel probe and determined to be competent soil to receive the fill. 2. Fill soil was placed in lifts of approximately 6.0 to 8.0 inches thick. The soil was moistened, mixed as required to achieve optimum moisture content, and compacted by track mounted earth moving equipment. The fill was placed to a minimum of 90 percent of the maximum .dry density, as indicated by our test results. The compaction includes an area 5 feet outside the proposed Jbuilding line. ---. ;•.., 14 .. qdations made in the Preliminary Geotechnical Investigation Tic1e. - x5t1ngs excavations should be inspected by this firm, prior to work and preferably during excavation. •:P' November 10, 1998 :• W.O. # G-1522 page 3 EONS LWA Tt assumes no responsibility for any alterations made .our knowledge and written approval to the slope or pad the subject lot, subsequent to the issuance of this have any questions, please do not hesitate to contact us at -753-9940 Rspectfully submitted, A. R. BARR D ASSOCI ri ine 2#! t1 Exp. 3131/02 Zodiac St. Carlsbad, California .92009 W.O. # G-1522 - - - - APPENDIX "A" LABORATORY TEST RESULTS ME TABLE I Field Dry Density and Moisture Content Moisture Dry Relative Test Content Density Location Elev. % (cf) Compaction uIJr 1 Keyway 408' 13.5. 111.8 90 2 Fill Slope 412' 11.5 114.3 92 I 3 House Pad 416' 13.0 113.1 91 4 House Pad 417' 11.3 ...114.8 93 BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O. Box 230348 Encinitas, CA 92023-0348 (760) 753-9940 January 11 1999 Mr. Paul Donndelinger 3930 Calgary Avenue San Diego, California 92122 Subject: FOOTING INSPECTION Proposed Single Family Residence NW Corner of Unicornio St. and Zodiac St. Carlsbad, California 92009 References: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence NW Corner of Unicornio St. and Zodiac St. Carlsbad, California 92009 Prepared by Barry and Associates Dated 10/8/98 Dear Mr. Donndelinger, In accordance with your request we have inspected the footing excavation for the proposed residence. The footing excavation was inspected on January 11, 1999. The bottom of the footing excavation was probed with a steel probe and determined to be adequate in bearing value for the residence. The depth and width of the footing excavation is in accordance with the approved plans and meet the minimum requirements of this office. The bottom of the footing excavation should be clear of loose debris prior to pouring concrete. If you have any questions please call us at (760) 753-9940. Sincerely, Barry a d ociates FESS R. Principal Eng G00119 Exp 3131102 Copy: Inspector OFCAILIf BARRY AND ASSOCIATES GEO TECHNICAL ENGINEERING P.O. Box 230348 Encinitas, CA 92023-0348 (760) 753-9940 January 30, 1998 Mr. Paul Donndelinger 3930 Calgary Avenue San Diego, California 92122 Subject: PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence NW Corner of Unicornio St. and Zodiac St. Carlsbad, California 92009 References: 1. Topographic Survey, Lot 42, TM 2887-1 Prepared by B. Swanson, 7/96 2. Report Of Compacted Fill Ground, Project #70-10-28D County Permit # L3785 Prepared by Benton Engineering, Inc. Dated 10/12/71 and 6/28/72 Dear Mr. Donndelinger, In response to your request, we have performed a preliminary geotechnical investigation at the subject site for the proposed single family residence. The findings of the investigation, laboratory test results and recommendations for grading and foundation design are presented in this report. From a geotechnical point of view, it is our opinion that the site is suitable for the proposed additions, provided the recommendations in this report are implemented during the design and construction phases. If you have any questions, please contact us at (760) 753-9940. This opportunity to be of service is appreciated. Respectfully submitted, A.R. BARRY AND ASSOCIATES 67F JFER. S AR 1rry ' Y" fI•! 'GE 119 Principal EnineeIffi Exp. 3131/98 .1 APPENDIX B Page 5 INSPECTION Observation and compaction tests will be made by the geotechnical engineer during the filling and compacting operations so that he can state whether the fill was constructed in accordance with the specifications. The geotechnical engineer will make field density tests in accordance with ASTM Test No. D1557-78. Density tests will be made in the compacted materials below the surface where the surface is disturbed. When these tests indicated that the density of any layer of fill or portion thereof is below the specified density, that particular layer or portion should be reworked until the specified density has been obtained. The location and frequency of the tests well be at the soil engineer's discretion. In general, the density tests will be made at an interval not exceeding 2 feet in vertical rise and/or 500 cubic yards of embankment. PROTECTION OF WORK During construction, the contractor should properly grade all excavated surfaces to provide positive drainage and prevent ponding of water. He should control surface •water to avoid damage to adjoining properties or to finished work on the site. The contractor should take remedial measures to prevent erosion of freshly graded areas and until such time as permanent drainage and erosion control features have been installed. PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Single Family Residence NW Corner of Unicornio St. and Zodiac St. Carlsbad, California Prepared For: Mr. Paul W. Donndelinger 3930 Calgary Ave. San Diego, California 92122 January 30, 1998 W.O. P-1522 Prepared By: A.R. BARRY AND ASSOCIATES P.O. Box 230348 Encinitas, CA 92023-0348 TABLE OF CONTENTS INTRODUCTION................................................2 SITE CONDITIONS .............................................2 PROPOSED DEVELOPMENT ........................................2 SITE INVESTIGATION ........................................... 3 LABORATORY TESTING .......................................... 3 GEOTECHNICAL CONDITIONS .....................................3 1 CONCLUSIONS AND RECOMMENDATIONS .............................4 A. GENERAL ................................................4 1 B. GRADING ...........................................4 C FOUNDATION .......................................4 D SLABS ON GRADE ....................................5 1 E. DRAINAGE ..........................................6 F. FOOTING INSPECTION ...............................6 I G. PLAN REVIEW.......................................6 I LIMITATIONS ..................................................6 APPENDIX A............SITE PLAN LOG OF SOIL I APPENDIX B ............GRADING SPECIFICATIONS January 30, 1998 W.O. #P-1522 Page 2 INTRODUCTION This report presents the results of our preliminary geotechnical investigation. The purpose of this study is to evaluate the nature and characteristics of the earth materials underlying the property and their influence on the construction of a single family residence. SITE CONDITIONS The 80' x 150' rectangular shaped 1t is located on the north west corner of Unicornio Street and Zodiac Street in the city of Carlsbad, California. The lot was graded during the development of the tract in 1970 and 1972. Three density tests were performed on the lot during that time. The results were all over the required J 90% compaction. (Reference #2) The building pad is level with a 3' high fill slope along the north property line and supported at its base with a 3' high retaining wall on the adjacent property. The fill slope continues across the property, 35 feet east and parallel to the west property line with an average height of 7 feet. PROPOSED DEVELOPMENT It is our understanding that plans for a two story single family residence and garage are being prepared at this time. It is also our understanding that a 3 foot cap of non-expansive soil will be used to elevate the building pad, provide fertile soil for the lawn January 30, 1998 W.O. #P-1522 Page 3 areas and to avoid the potentially expansive nature of the soils underlying the foundation. SITE INVESTIGATION Three backhoe trenches were excavated to a maximum depth of 8 feet Earth materials encountered were visually classified and logged by our field engineer. Bulk samples were obtained and transported to our laboratory for analysis. LABORATORY TESTING Classification The field classification of soils were verified through laboratory examination in accordance with the Unified Soil Classification System. The final classification is indicated below. I GEOTECHNICAL CONDITIONS I Soil The lot is capped with a 2' layer of clay (CL) and underlain with innerbedded layers of silty sand and clay (SM) Expansive Soils I The upper three feet of soil encountered in our backhoe trenches ' consists of moderately expansive to expansive soils. Liquefaction 1 The soils on the site are not considered subject to seismically induced soil liquefaction and soil instability due to such factors 1 January 30, 1998 W.O. #P-1522 Page 4 as soil type, density and lack of groundwater. I Groundwater No evidence of groundwater was observed during the course o f exploration and major groundwater related problems are not I anticipated during construction. I CONCLUSIONS AND RECOMMENDATIONS General I The on site soils are suitable for the proposed grading and t h e I support of the proposed single family residence and garage prov i d e d the recommendations in this report are implemented during the design and construction phase. I Grading Grading will consist of removal and scarification of 18 " of I surface soil and importing 3 feet of non-expansive soil to cap t h e I lot. The area of compacted fill should extend 5 feet beyond t h e exterior walls of the structures. I . See attached grading specifications, Appendix B I J Foundation General 1 The following recommendations are based on non-expansive impor t e d soil, the origin of which is not yet known. Footings for the I proposed residence and garage should be a minimum of 12 inches wide I I January 30, 1998 W.O. #P-1522 Page 5 And founded a minimum of 12" and 18" below grade for one and two .story residence and garage. Footings founded a minimum of 12" and 18" below grade may be designed for a bearing value of 000 If an psf for one and two story structures respectively. The bearing value indicated above is for the total of dead and applied live loads. This value may be increased by 33 percent for short durations of loading, including the effects of wind and seismic forces. Resistance to lateral load may be provided by friction -acting at the base of foundations and passive earth pressure. A coefficient of friction of 0.3 should be used with dead-load forces. A passive earth pressure of 250 pounds per square foot, per foot of depth of fill penetrated to a maximum of 2000 pounds should be used in the design. Minimum steel reinforcement should consist of 2-#5 bars one placed 3" from the bottom of the footing and one placed near the top of the footing. Slabs on grade Slabs on grade should be a minimum of 4.0 inches thick and I reinforced in both directions with No. 3 bars, placed 18 inches on January 30, 1998 W.O. #P-1522 Page 6 center. The slab should be underlain by a minimum 4-inch sand blanket which incorporates a minimum 6. 0 -mil Visqueen or equivalent moisture barrier in its center, for moisture sensitive floors. Utility trenches underlying the slab should be bedded in clean sand .to at least one foot above the top of the conduit, then backfilled with the on-site granular materials, compacted to a minimum of 90 percent of the laboratory maximum dry density. However, sufficiently compacting the backfill deposits may damage or break shallow utility lines. Therefore, minor settlement of the backfill in the trenches is anticipated in these shallow areas. To reduce the possibility of cracks occurring, the slab should be provided with additional reinforcement to bridge the trenches. Drainage All roof water should be collected and transported to a suitable location via non-erodible device. Pad water should be directed away I from foundations and around the residence to a suitable location. Pad water should not pond. Roof gutters are recommended. .9 Footing Inspections Structural footing excavations should be inspected by this firm during the excavation and prior to setting formes. 11 January 30, 1998 I W.O. #P-1522 Page 7 Plan Review A copy of the final building plans should be submitted to this office for review, prior to the initiation of construction. Additional recommendations may be necessary at that time. LIMITATIONS 1 This report is presented with the provision that it is the i responsibility of the owner or the owner's representative to bring the information and recommendations given herein to the attention of the project's architects and/or engineers so that they may be incorporated into the plans. If conditions encountered during construction appear to differ from .1 those described in this report, our office should be notified so that we may consider whether or not modifications are needed. No I responsibility for construction compliance with design concepts, specifications or recommendations given in this report is assumed unless on-site review is performed during the course of 1 construction. The conclusions and recommendations of this report apply as of the I current date. In time, however, changes can occur on a property I whether caused by acts of man or nature on this or adjoining properties. Additionally, changes in professional standards may be 1 brought about by legislation or the expansion of knowledge. Consequently, the conclusions and recommendations of this report I may be rendered wholly or partially invalid by events beyond our Principal Engine January 30, 1998 W.O. #P-1522 Page 8 control. This report is therefore subject to review and should not be relied upon after the passage of three years. If you have any questions, please do not hesitate to contact our office at 753-9940. The opportunity to be of service is greatly appreciated. Respectfully submitted, APPENDIX A we Dorindelinger Residence W.O. No. P-1522 LOG OF EXPLORATORY TRENCHES TRENCH# DEPTH CLASSIFICATION TP-1 0-1.5 Sc & SM 1.5-5 SC & SM DESCRIPTION Top soil- gray clay, dry,].00se Inner bedded layers of sand and clay, tan to yellow moderately dense, moist. TP-2 0-2 CL & SM Top Soil-gray clay, dry, loose 2-5 SM Tan silty sand, moderately dense, moist. 5-6 SM Black silty sand.and rock F 47dvrdPLW ,v/•e'rQe U-) TOPOGRAPHIC SU-.RVEY LOT 42 , TM 2887-I 19 - - - - - - — — — ' / ----------------- -S i• \i \ /• j - n / TP-1 - Ii \i H1 / I . /1 1/ 1 f N TP-2 free NSI1W ii .1 ç' -. Lit elslvr orlp / /Y 7 TEST PIT LOCATION ZODIAC ST. f.a I, MCRveg V &W9 .e/URW O4C 9/ ,PSP IP CaRö' ez e v • ^60 51ee, MPwJvefveevp PCOY9 if I APPENDIX B APPENDIX B RECOMMENDED GRADING SPECIFICATIONS GRADING INTENT The intent of these specifications is to establish procedures for clearing, compacting natural ground, preparing areas to be filled and placing and compacting fill soil to the lines and grades shown on the accepted plans. The recommendations contained in the preliminary geotechnical investigation report are a part of the recommended grading specifications and would supersede the provisions contained herein in case of conflict. INSPECTION AND TESTING A geotechnical engineer should be employed to observe and test the earthwork in accordance with these specifications. It will be necessary that the geotechnical engineer or his representative make adequate observations so that he may provide a memorandum that the work was or was not accomplished as specified. Deviations from these specifications will be permitted only upon written authorization from the geotechnical engineer. It should be the responsibility of the -contractor to assist the geotechnical engineer and to keep him apprised of work schedules, changes and new information and data so that he may provide the memorandum to the owner and governmental agency as required. If in the opinion of the geotechnical engineer, substandard conditions such as questionable soil, poor moisture control, inadequate compaction, adverse weather, etc. are encountered, the contractor should stop construction until the conditions are remedied. Unless otherwise specified, fill material should be compacted by the contractor while near the optimum moisture content to a density that is no less than 90 percent of the maximum dry density determined in accordance with ASTM Test No. D1557-78 or other density test methods that will yield equivalent results. CLEARING AND PREPARATION OF AREAS TO RECEIVE FILL All trees, brush, grass and other objectionable material should be collected, piled and burned or otherwise disposed of by the contractor so as to leave the areas that have been cleared with a neat and finished appearance, free from unsightly debris. APPENDIX B Page 2 All vegetable matter and objectionable material should be removed by the contractor from the surface upon which the fill is to be placed, and any loose or porous soils should be removed or compacted to the depth determined by the geotechnical engineer. The surface should then be plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment to be used. When the slope of the natural ground receiving fill exceeds 20 percent (5 horizontal to 1 vertical), the original ground should be stepped or benched as shown on the attached plate. Benches should be cut to a firm, competent soil condition. The lower bench should be at least 10 feet wide and all other benches at least 6 feet wide, ground slopes flatter than 20 percent should be benched when considered necessary by the geotechnical engineer. FILL MATERIAL Materials for compacted soil should consist of any material imported or excavated from the cut areas that in the opinion of the geotechnical engineer is suitable for use in construction fills. The material should contain no rocks or hard lumps greater than 12 inches in size and should contain at least-40 percent of material smaller than 1/4 inch in size. (Materials greater than 6 inches in size should be placed by the contractor so that they are surrounded by compacted fines; no nesting of rocks will be permitted.) No material of a perishable, spongy or otherwise improper nature should be used in filling. Material placed within 36 inches of rough grade should be select material that contains no rocks or hard lumps greater than 6 inches in size and that swells less than 3 percent when compacted (as specified later herein for compacted fill) and soaked under an axial pressure of 150 psf. Potentially expansive soils may be used in fills below a depth of 36 inches and should be compacted at a moisture greater than the optimum moisture content for the material. PLACING, SPREADING AND COMPACTING OF FILL Approved material should be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer should have a uniform moisture content in the range that will allow the compaction effort to be efficiently applied to achieve the specified degree of compaction to a minimum specified density with adequately sized equipment, either specifically designed for soil compaction or of proven reliability. Compaction should be continuous over the entire area and the equipment should make APPENDIX B Page 3 sufficient trips to ensure that the desired density has been obtained throughout the fill. When moisture content of the fill material is below that specified by the geotechnical engineer, water should be added by the contractor until the moisture content is as specified. When the moisture content of the fill material is above that specified by the geotechnical engineer, the fill material should be aerated by the contractor by blading, mixing or other satisfactory methods until the moisture content is as specified. The surface of fill slopes should be compacted and there should be no excess loose soil on the slopes. UNIFIED SOIL CLASSIFICATION Identifying Criteria Group Symbol Soil Description COARSE-GRAINED (more than 50 percent larger than #200 sieve) Gravel (more than 50 percent larger than #4 sieve but smaller than three inches) Non-plastic Sands (more than 50 percent smaller than #4 sieve) GW Gravel, well-graded gravel-sand mixture, little or no fines GP Gravel, poorly grad- ed gravel-sand mix- ture, little or no fines GM Gravel, silty, poor- ly graded, gravel- sand-silt mixtures GC Gravel, clayey, poorly graded, grav- el-sand-clay mixture SW Sand, well-graded, gravelly sands, little or no fines SP Sand, poorly graded, gravelly sands, little or no fines APPENDIX B Page 4 V SM Sand, silty, poorly graded, sand-clay mixtures Liquid limit greater than 50 HIGHLY ORGANIC SOILS ML Silt, inorganic silt and fine sand, sandy silt or clayey-silt- sand mixtures with slight plasticity CL Clay, inorganic clay of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays OL Silt, inorganic, silts and organic silt-clays of low plasticity MH Silt, inorganic, silts micaceous or diatomaceous fine, sandy or silty soils elastic silts CH Clay, inorganic, clays of medium to high plasticity, fat clays OH Clay, organic, clays of medium to high plasticity PT Peat, other highly organic swamp soils FINE-GRAINED (more than 50 percent but smaller than #200 sieve) Liquid limit less than 50 City of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project Name: Building Permit Plan Check Number: CR ?25S (-I Project Address: £1 7(/ f} f('J,' Vi A.P.N.: 2f 5 24p 0.2 00 Project Applicant (Owner'(s') Name(s) OALIL 19,0/j n.037L_jKa ZA Project Description: Building Type: Residential: Number of New Dwelling Units / Square Feet of Living Area in New Dwelling 41 Second Dwelling Dwelling Unit: Square Feet of Living Area in SDU Res. Additions: Net Square Feet New Area Comerc./ Ind.: Sauaie Feet Floor Area 7WAf:L!. , Carlsbad Unified School District San Marcos Unified School District 801 Pine Ave. 215 Mata Way Carlsbad CA 92009 (434-0661) San Marcos, CA 92069 (736-22DO Encinitas Union School District San Dieguito Union High School District 101 South Ranch Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (944-4300) Encinitas, CA 92024 (753-6491) Certification of Applicant /Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided is correct and true to the best of the Owner's knowledge and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/ developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Signature: Date: 2075 Las Palmas Dr. • Carlsbad, CA 92009-1576. (760) 438-1161 • FAX (760) 438-0894 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING (Check one): Gov. Code Gov. Code Government Prior Existing Exempt from 53080/65995 65970 Code 53311 Mitigation Agreement fee (AB 181) (SB 201) (Mello - Roos) Note: requirements / _ 1(lndicate Date and Number or name of Agreement) Total amount of (new) floor area within the building s. Fee Amount per Square Foot Amount Collected /O,b,O. 92 -Or if subject to Prior Existing Mitigation Agreement: For Detached Residential Dwelling Units or Attached Dwelling Units> 1600 Square Feet Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected -and/or- For Attached and Detached Dwelling Units < 1600 square feet/ per dwelling (If applicable) Total Number of Dwelling Units Amount per Dwelling Unit Amount Collected SCHOOL DISTRICT: This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the information presented above and due to the School District. The City may issue building permits for this project. - SIGNATURE OF SCH DATE TITLE PHONE NUMBER The Carlsbad Unified School District has elected to imposed the fees and/or amounts herein upon a finding that those facilities described in the School Impact Mitigation Fee Justification Study for Carlsbad Unified School District, prepared by David Taussig & Associates for the District. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, requires that all school districts, including the Carlsbad Unified and the Encinitas Union School Districts, provide a written notice to the project applicant at the time of payment of the school fees, mitigation payments, or other exaction. This notice is to advise the project applicant that the protest period regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. 1168 - SAN MARCOS UNIFIED SCHOOL DISTRICT - CERTIFICATE OF COMPLIANCE Project Description: 04Lc Assessor's Parcel No: Received From: ó1-4A, of U __ Number of Square Feet/Units: Rite: Check Number: ! Amount: c /21 /OJO .9— JOe'Z 1$ /0' IF110 0. I Gov.Code 53080/65995 (ABI8I) 0 CFDN0. 0 Gov.Code 65970 (SB 201) 0 Prior Existing Mitigation Agreement 0 Not subject to fee requirements Certification of Applicant/Owners: The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided is correct and true to the best of Owner's knowledge and that Owner will file an amended certifiction of payment and pay the additional fee if Owner requests an increase in the number of dwelling units/square footage after the building permit is issued, or if the initial determination of units/square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above decQbed project(s) or that the person executing this declaration is authorized to sign on behalf of the Owner. Dated: )( This is to certify that the applicant listed has paid all amounts determined by the information presented and due to the San Marcos Unified School District. The payment of these amounts is a prerequisite to the issuance of a building permit. - School District Official: iLk .ie/ ..Y7-11..' ZUiAJJ.. 1 /—'IS — Facilities Department 'San Marcos NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES The San Marcos Unified School District has elected to impose the fees and/or amounts herein upon a finding that those facilities described in the Residential Development Mitigation Payment Justification Study for San Marcos Unified School District, dated August 9, 1997 by David Taussig & Associates. Section 66020 of the Government Code enacted as Assembly Bill 3081, set forth as Chapter 549, Statutes of the State of California, 1996 effective January 1, 1997, requires that this school district provide a written notice to the project applicant at the time of payment of school fees, mitigation payments or other exactions. This notice is to advise you that the protest period in regard to such amounts or the validity thereof in accordance with Section 66020 of the Government Code and other applicable law, commences with such payment or performance of any other requirement as described in Section 66020 of the Government Code. Additionally, this notice advises that the protest thereof must occur within 90 calendar days thereafter. Dlstdbuticn Facilities. White Customer• Canaty Accounthig - Pink Audit - Goldenrod LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE The application must be signed by the owner (or his representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS. FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINISTRATIVE FEE WILL BE REFUNDED. A six-month construction period shall be provided and sewer service charges for the balance of the fiscal year shall be collected at the time of application for sewer permits. Sewer service charges for subsequent fiscal years shall be collected on the tax roll in same manner as property taxes. If the six-month construction period extends into the subsequent fiscal year, a prorated sewerservice charge for that fiscal yearshall be collected on the tax roll in the same manneras propertytaxes. The full sewerservice charges for all subsequent years shall be collected on the tax roll in the same manner as property taxes. There will be no additional fee or refund if service actually commences on a different date. The prorated sewer service charge shall not be required in those application for sewer permits for subdivisions. Such applicants shall be required to notify the District, on forms provided by the District, of escrow closing on individual properties within the subdivision. Sewer service charges shall commence upon close of escrow and will be the responsibility of the buyer. If a service lateral is required, it must be installed by the owner/applicant in conformance with the specifications, rules and regulations of the District and subject to inspection by the District. A DISTRICT INSPECTOR MUST BE ON THE SCENE AT THE TIME OF CONNECTION. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the Street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is also responsible for the construction, at the applicant's expense, of the building of sewer from the applicant's plumbing to the point in the street (or easement) where a connection is made to the service lateral and for construction, maintenance and connection of the service lateral to the main line. IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CON- SIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. ALL SUCH CONNECTIONS MUST BE MADE WITH AN LCWD INSPECTOR ATTHE SCENE ATTHETIME OF CONNECTION. IF, FOR ANY REASON, A CON- NECTION IS IMPROPERLY MADE, IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT, AT THE APPLICANTS EXPENSE, TO DIG UP OR OTHERWISE RE-EXPOSE THE CONNECTION SO THAT AN INSPECTION MAY BE MADE AND THE APPLICANT AT THE APPLICANTS EXPENSE SHALL MAKE ANY CORRECTIONS OR ALTERATIONS REQUIRED BY LCWD. IN THE EVENT THAT THE APPLICANT, FOR ANY REASON, FAILS TO TAKE APPROPRIATE ACTION, THE DISTRICT RESERVES THE RIGHT TO DIG UP AND INSPECT THE CONNECTION AND MAKE ANY CORRECTIONS NECESSARY, AT THE APPLICANTS EXPENSE: OR IN THE ALTERNATIVE, TO DISCONNECT SERVICE ANY COSTS INCURRED BY LCWD IN TAKING SUCH CORRECTIVE ACTION SHALL BE BILLED TO THE APPLICANT AND MAYBE RECORDED AS A LIEN AGAINST THE APPLICANTS PROPERTY EQUAL IN PRIORITY TO A TAX LIEN. OWNER'S NAME PAUL DONNDELINGER MAILING ADDRESS 3930 CALGARY AVE PHONE NUMBER SAN DIEGO CALIFORNIA 92122 _______________________ ___________________________________ SERVICE ADDRESS 2427 UNICORNIO STREET TRACT NAME/NO. - LOT#___ CONNECTION FEE: $_3256 .00 ASSESSOR'S PARCEL NO. 215-260-0200 PRORATED SEWER SERV. FEE: $_0 TOTAL o 3256.00 TYPE/BUILDING_s fd #/UNITS_1 PAID BY: DCASH 't!CHECK# 103 he undersigned hereby agrees that the above information given is correct and agrees to the ondu Sons as stated. JAN 6, 1999 did 21463 ______ ner Signature Date Redd by Account No. Ref: 15B5.PERMIT1 Thursday, December 03, 1998 7:19 AM To: Building Department From: Paul W. Donndelinger Page: 1 of I City of Carlsbad Plumbing . Elecfrlcal - WorksbW Project Address 9 (/7 Permit No. _______ Questions below refer to work being done for this perm t only. Plumbing :.. . . • Number of new or relocated fixtures, ps. or floor drains? 17 • New building sewer line? . Yes _/ No____ • Number of roof drains? • Install/alter water line?. . • .. .. . Yes No____ 4 • Number of water beaters? I • Numberof hose bibs? . . •. . •• . • a Gas; piping system - an Z Repair. • Number of new or relocated gas outlets •. . . H ... . . B • New water meter- P.L&CPt)'1 . No.:of Size Potable Irrigation Electncrzl • .. • Number of new panels or subpanels? Size of New Service Zoo • Single Phase . Size Number of amperes 2b) • Three Phase 0 . Number of amperes • Three Phase - 480 Number of amperes • Remodel (relocate existing outlets/switches or add outlets/switches Yes ______No Mechanical . • •• . 3 . ..• • Number of furnaces, A/C, or heat pumps? • Number of fireplaces? - .. . ... • Number of exhaust fans? . • Number of exhaust hoods? • Number of boilers or compressors? 0 Number of HP? . • New or relocated duct work? Yes /' No BEFORE THE PERMIT CAN BE ffZ'D OUT THIS FORM NEEDS TO BE RETURNED TO THE BUILDING DEPARTMENT - FAX NUMBER (760)438.0894 &z 6WiZ<) 21: £ 4f L'fl1 • Z( 2,(Ct • cç P C '°- -p"--- ,4'kt- i:-iV• APPROVALS Date Planntng 1 1 l.LEnglnoerpg Me Coastal Health itLo Asso. WAZMM QDWAS15APP - ENGRGcORR - Buslic - WcOMP PRE PLANS ASSESSORPLANS